Insights into a novel nitrogen removal process based on simultaneous anammox and denitrification(SAD) following nitritation with in-situ NOB elimination

Simultaneous anammox and denitrification(SAD) is an efficient approach to treat wastewater having a low C/N ratio; however, few studies have investigated a combination of SAD and partial nitritation(PN). In this study, a lab-scale up-flow blanket filter(UBF) and zeolite sequence batch reactor(ZSBR) were continuously operated to implement SAD and PN advantages, respectively. The UBF achieved a high total nitrogen(TN) removal efficiency of over 70% during the start-up stage(days 1–50), and reached...     

河流污染类型优控顺序确定方法及其在海河流域的应用

建立河流污染类型优控顺序方法并将其应用于海河流域,结合海河流域主要河流站点水质监测数据和沉积物分析数据,对各水系河流的耗氧污染、富营养化及沉积物重金属污染状况进行整体评估,确定海河流域河流污染优先控制顺序.结果表明,海河流域有36%河长耗氧污染严重,重污染河流主要分布在黑龙港运东水系、子牙河水系和徒骇马颊河水系,重度污染河长比例分别为100%、54%和68%.重度富营养化河流主要分布在子牙河水系、北三河水系(北运河、潮白河、蓟运河)和徒骇马颊河水系,重度污染河长比例分别为50.0%、52.3%和39.7%;沉积物重金属生态风险普遍较低,子牙河水系、滦河水系和漳卫河水系重度污染河长比例分别为26.5%、21.6%和28.0%.海河流域河流中度以上的耗氧污染、富营养化及重金属污染河长分别为8203 km、6927 km和6733 km,由此确定流域河流污染优控顺序应该是首先关注耗氧污染,然后再控制河流富营养化,最后再治理重金属污染.分水系优控顺序研究表明永定河水系、大清河水系、黑龙港运东水系、子牙河水系和徒骇马颊河水系主要面临耗氧污染问题;北三河水系应首先控制富营养化;滦河水系、海河干流和漳卫河水系应关注沉积物重金属污染.     

Dynamic failure assessment of an ammonia storage unit: A case study

Chemical Process Industries usually contain a diverse inventory of hazardous chemicals and complex systems required to perform process operations such as storage, separation, reaction, compression etc. The complex interactions between the equipment make them vulnerable to catastrophic accidents. Risk and failure assessment provide engineers with an intuitive tool for decision making in the operation of such plants. Abnormal events and near-miss situations occur regularly during the operation of a system. Accident Sequence Precursors (ASP) can be used to demonstrate the real-time operating condition of a plant. Dynamic Failure Assessment (DFA) methodology is based on Bayesian statistical methods incorporates ASP data to revise the generic failure probabilities of the systems during its operational lifetime.In this paper, DFA methodology is applied on an ammonia storage unit in a specialized chemical industry. Ammonia is stored in cold storage tanks as liquefied gas at atmospheric pressure. These tanks are susceptible to failures due to various abnormal conditions arising due process failures.Tank failures due to three such abnormal conditions are considered. Variation of the failure probability of the safety systems is demonstrated. The authors use ASP data collected from plant specific sources and safety expert judgement. The failure probabilities of some safety systems concerned show considerable deviation from the generic values. The method helps to locate the components which have undergone more degradation over the period and hence must be paid attention to. In addition, a Bayesian predictive model has been used to predict the number of abnormal events in the next time interval. The user-friendly and intuitive nature of the tool makes it appropriate for application in safety assessment reports in process industries.     

1株耐冷兼性嗜碱好氧反硝化菌的分离鉴定及反硝化特性

以传统微生物富集分离方法,从垃圾渗滤液活性污泥中筛选到1株高效好氧反硝化菌,通过形态观察、生理生化特征及16S rDNA序列分析,对菌株进行了鉴定,同时对其好氧反硝化特性和异养硝化功能进行了研究.结果表明,筛选到的好氧反硝化菌株为假单胞菌属(Pseudomonas sp.),命名为GL19,GenBank登录号为(KC710974).碳源、C/N、pH及温度对菌株反硝化活性影响较大.在柠檬酸钠为碳源、C/N不低于15、pH 6~10、溶解氧(DO)4.8~7.7 mg·L-1及温度为15~34℃,硝酸盐氮负荷为140 mg·L-1的条件下,硝酸盐去除率均达100%,总氮(TN)平均去除率为96.5%,最终无亚硝酸盐积累;菌株能以亚硝酸盐氮、氨氮为底物进行高效脱氮,20 h内可将140 mg·L-1的亚硝酸盐氮完全去除,28 h内可将280 mg·L-1的氨氮降至3.11 mg·L-1,氨氮去除率达98.9%.显示该菌具有耐冷、高效脱氮特性,可实现同步硝化反硝化,这对南方地区冬季废水处理具有潜在应用价值.     

安徽及邻区地震序列类型的判定及其分布特征

根据《大中城市震后趋势快速判定工作方案》制定指南,结合采用八五攻关成果中的一些新方法和历史地震资料,对安徽省及其邻近区域地震震型进行了判定,同时简要分析了其分布特征,以求在震后趋势判断上做些有效的工作。     

时序逻辑电路分析方法的改进

本文采用次态卡诺图法对时序逻辑电路的功能进行分析,力图改进传统异步时序电路的分析方法,在保证分析结果正确无误的前提下,简化了常规分析方法中繁琐的步骤,更具有实用性。以一个8421BCD码表示的十进制异步减法计数器为例,给出各触发器状态方程的表达式,并用状态表、状态图分析其逻辑功能。     

隧道渗涌水量的随机模型预测

渗涌水问题是常见的隧道病害 ,是影响隧道正常使用 ,危及行车安全的重要因素。因此 ,科学地预测隧道涌水量大小 ,是制定最优防治水方案 ,确保安全通车的关键。笔者以大瑶山隧道渗涌水量的实测数据为基础 ,应用随机过程的理论和方法 ,建立了隧道渗涌水量的平稳序列预测模型 ,并将预测值与实测结果进行了对比 ,比较吻合。     

二次过街路口行人违反交通法规规律的研究

为了解在不同类型二次过街路口行人违反交通法规闯红灯的违法率,找出二次过街路口不同参数对行人违法率的影响,从而找出降低路口行人违法率的对策,保障路口行人交通安全和人车流畅通,本文选取上海市5种类型的二次过街路口调查行人在路口的违法率.通过分析调查数据,行人在路口一次穿越车道数为2～7,两次穿越车道总数为6～12,违法率随车道数的增加而降低.在红灯等待时间90 s之内,行人违法率随等待时间的升高呈一定的下降趋势.红灯等待时间在90～150 s之间,行人违法率没有确定的规律.安全岛、引导护栏、中继信号灯等设施具有明显降低行人违法率的作用.根据二次过街路口设置安全岛、引导护栏、中继信号灯、车道数以及是否从路边穿越5个影响因素的安全评价系数之和建立综合安全评价系数,得到行人在二次过街路口违法率随综合安全评价系数的增大而降低.研究表明,完善和优化二次过街路口的设施参数可以降低路口行人违法率.     

近江牡蛎等7种养殖鱼虾贝类参照基因β-肌动蛋白cDNA序列的克隆与比较分析

为进一步研究水产养殖动物功能基因的表达调控,采用RT-PCR及RACE法,分离、克隆了近江牡蛎(Crassostrea ariakensis)肝脏β-肌动蛋白基因cDNA全序列.结果表明,近江牡蛎β-肌动蛋白基因cDNA全长1343bp,其中5′、3′非翻译区(UTR)分别长68bp、144bp,开放阅读框(ORF)为1131bp,编码376个氨基酸.实验同时成功获得了中华圆田螺(Cipangopaludina cahayensis)、日本沼虾(Macrobrachium nipponensis)、斑鳢(Channa maculata)、胡子鲶(Clarias fuscus)、鳙鱼(Aristichthys nobilis)、鲮鱼(Cirrhinus molitorella)6种重要淡水养殖动物肝脏β-肌动蛋白基因cDNA的核心序列及氨基酸序列.所获基因与其它动物类群的β-肌动蛋白基因氨基酸同源性高达96%以上,表明软体类、节肢类、鱼类、两栖类、鸟类和哺乳类等不同类群动物β-肌动蛋白基因在生物进化过程中高度保守.系统发育分析显示软体类、节肢类、鱼类、两栖类、鸟类和哺乳类脊椎动物β-肌动蛋白分类与传统的分类基本一致.     

Estimation of Daily Streamflow of Southeastern Coastal Plain Watersheds by Combining Estimated Magnitude and Sequence

Commonly used methods to predict streamflow at ungauged watersheds implicitly predict streamflow magnitude and temporal sequence concurrently. An alternative approach that has not been fully explored is the conceptualization of streamflow as a composite of two separable components of magnitude and sequence, where each component is estimated separately and then combined. Magnitude is modeled using the flow duration curve (FDC), whereas sequence is modeled by transferring streamflow sequence of gauged watershed(s). This study tests the applicability of the approach on watersheds ranging in size from about 25‐7,226 km² in Southeastern Coastal Plain (U.S.) with substantial surface storage of wetlands. A 19‐point regionalized FDC is developed to estimate streamflow magnitude using the three most selected variables (drainage area, hydrologic soil index, and maximum 24‐h precipitation with a recurrence interval of 100 years) by a greedy‐heuristic search process. The results of validation on four watersheds (Trent River, North Carolina: 02092500; Satilla River, Georgia: 02226500; Black River, South Carolina: 02136000; and Coosawhatchie River, South Carolina: 02176500) yielded Nash‐Sutcliffe efficiency values of 0.86‐0.98 for the predicted magnitude and 0.09‐0.84 for the predicted daily streamflow over a simulation period of 1960‐2010. The prediction accuracy of the method on two headwater watersheds at Santee Experimental Forest in coastal South Carolina was weak, but comparable to simulations by MIKE‐SHE.